Loading...
HomeMy WebLinkAboutPP - 530 ANDOVER PARK WEST - SPECIALTY WAREHOUSE LTD. - PERMITS AND PLANS530 ANDOVER PARK WEST ASSOCIATED PERMITS 13-5-064 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** PAID tt -zoo - MAR i "i ami TUKWILA FIRE King Co. Assessor's Tax No.: 2623049015 Site Address: 530 Andover Park W Suite Number: Floor: Tenant Name: Specialty Coatings New Tenant? 0 - Yes 0 - No Property Owner's Name: Roffe & Associates Mailing Address: 415 Baker Blvd - Suite 200 CONTACT PERSON -if there are questions about the submittal. Name: Jay Kolbe Tukwila City Company Name: Fire Sprinklers Incorporated WA 98188 State Zip Day Telephone: 253-826-0099 Mailing Address: 1524 45th Street E - Suite 102 Sumner WA 98390 E-mail Address: Jay@firesprinklersinc.com City State Zip Fax Number: 253-826-1033 Total number of new/relocated devices or sprinkler heads: 8 Valuation of Project (contractor's bid price): $ 2,200.00 Scope of Work (please provide detailed information): Add new horizontal sidewall sprinklers for protection of steel columns within rack storage. Remove & plug (3) existing hose stations per request of Tukwila Fire Department. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Jay Kolbe Plan Permit App.doc Date: 3/11/13 Day Telephone: 253-826-0099 1/2/13 TFD FP Form 8 OB13-11- 1'/s" HOSE VALVE STATION TO BE REMOVED AND PLUGGED AT ROOF LEVEL I 4-6 0'-6" -- TOP SHELF OF RACK @ 15'-2" AF (TYP.) i OF S DEWALL SPRINKLER TO BE 15'-0" AFF (TYP.) 6"W x 46"D GLU-LAM BEAM (TYP @ ALL GRIDLINES) LL EXISTING 1'y4 EXISTING 2=172.17-7-'7-7.1 EXISTING CROSSMAIN 3-6� g: 4%o '�' FOC I O# 1 -� \ `A 0-6 =�N O 5 9 -- TOP SHELF OF RACK @ 15'-2" AF (TYP.) 1'W HOSE VALVE STATION TO BE REMOVED AND PLUGGED AT ROOF LEVEL /ry 0'-6" 6"W x 46"D GLU-LAM BEAM (TYP @ ALL GRIDLINES) EXISTING CROSSMAIN '1 %1 EXISTING- '47 XISTING EXISTING c LL 0'-7" 3.8 c. OF SIDEWALL SPRINKLER TO BE 15'-0" AFF (TYP.) 0'-4" 81 uI LL CO N . OF SIDEWALL SPRINKLER TO 6E151-0" AFF (TYP.) u - I Q'-7" NORTH STEEL COLUMN FIRE PROTECTION PLAN - WEST SCALE:1/8" =1'-0' SCOPE OF WORK: ADD NEW HORIZONTAL SIDEWALL SPRINKLERS FOR PROTECTION OF STEEL COLUMNS WITHIN RACK STORAGE. REMOVE AND PLUG (3) EXISTING HOSE STATIONS PER REQUEST OF TUKWILA FIRE. GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL AND/OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER DIMENSIONS AND MAINS, SHOWN THUSLY (1-6), WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET #13. 4. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. 9. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS. DESIGN NOTES: 1. DESIGN AND SPRINKLER SPACING TO BE PER NFPA #13 SECTION 17.1.4 - FIRE PROTECTION OF STEEL COLUMNS. 2. PLAN SUBMITTAL TO AND APPROVAL BY THE CITY OF TUKWILA. 3. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY FSI. 4. TESTING PER NFPA #13 AND THE CITY OF TUKWILA. FIELD NOTES: 1. ALL NEW PIPE TO BE BLACK, SCHEDULE 40 WITH BLACK, CAST IRON THREADED FITTINGS. 2. SPRINKLER HEADS TO BE INSTALLED AT 15'-0" ELEVATION POINTED TOWARD COLUMN. 3. SPRINKLERS HEADS TO BE INSTALLED WITH HEAD GUARD TO PROTECT FROM MECHANICAL DAMAGE. 4. ARMOVERS LONGER THAN 2'-0" SHALL HAVE A HANGER. 5. TYPICAL HANGER TO BE SAMMY SUPERSCREW MODEL GST -20 (UNLESS NOTED OTHERWISE). SPRINKLER PIPE LEGEND: - — — - = EXISTING SPRINKLER PIPE = NEW SPRINKLER PIPE SPRINKLER HEAD LEGEND: ANDOVER PARK WEST = EXISTING UPRIGHT SPRINKLER HEAD = NEW SIDEWALL SPRINKLER HEAD COMER & HANBY 771. /SPECIALTY COATINGS RE -PC MINKLER BLVD. Without Comments ❑ As Noted in Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which co not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: -1(1 - (5 By: t SITE PLAN SCALE:NTS TUKWILA FRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. i3-S-oce`( and exact address for shut- down or restoration approval" d iw 3 PGvid Wig 131'. c1 s I) ✓.e II d EL Cf) t 2 .-w 2 a� ti ... i e --' M r kl ,' fJlVd- al'jl LJ ; t�t - Iv1inkler Blvd -= 1000ft I ,n' ©2013 MapQuest Portions ©2013 NAV1y,(y I Terms VICINITY MAP SCALE:NTS Privacyl DRAWING SYMBOLS REVISIONS HYDRAULIC DESIGN INFO. HANGER LEGEND SPRINKLER HEAD LEGEND / �� �� --=�,� s PROJECT: Specialty Coatings 530 Andover Park West Tukwila, WA, 98188 DESIGNER: JEK - ALARM VALVE RISER --1— - FLEXIBLE GROOVED COUPLING —0— - RIGID GROOVED COUPLING —o— - THREADED PIPE COUPLING MK DATE BY DESCRIPTION THISSYSTEMIS THISSYSTEMISNET HYDRAULICALLYDESIGNED HYDRAULICALLYGESIGNED A U HOOK L " , L ROD SPRINKLER TYPE /SIN NUMBER MFG MODEL SYMBOL K -FAC THREAD TEMP FINISH CANOPY QTY ®_ WELDED PIPE TAG DATE: March 8, 2013 A_ - FLOW SWTICH RISER - DRY PIPE RISER • 0 - DELUGE/P.A. RISER ,v' - FIRE DEPARTMENT CONNECTION /N - WATER MOTOR GONG -ELECTRIC BELL+.1 O - BRANCHLINE NUMBER PIPE SIZE & LENGTH - FLOW TEST - B COACH SCREW ROD N TOGGLE NUT HORIZONTAL SIDEWALL / V2710 VIC V27 Q 5.6 1/2" 155° BRASS GUARD 6 STATIC: - C "C" CLAMP P HDI -P SCALE: „ _ , „ 118 -1-0 RESIDUAL: D TOP BEAM CLAMP W/ STRAP R WEDGE ANCHOR 910 - 1 & LENGTH GPM FLOWING: CONTRACT WITH: Handling Systems 1100 SW 7th Street Renton, WA, 98057 P.M. Mike Sorenson (206) 818-4488SHEET HAZARD: As Noted E EYE ROD S SAMMY SUPER SCREW (GST20) Fire SprinklersNorthwest rF, DATE & TIME: - - CONTROL VALVE >-- - CHECK VALVE CHART) - PIPE SIZE (CUT) (8-10) 100 - HYDRAULIC NODE u * 10'-10" FF q - ELEVATION DATUM 0' 10" TS CENTERLINE OF PIPE TOMAX DECK F FLUSH SHELL SW SAMMY SIDEWINDER (SWG20) - SYSTEM DESIGN - WA CL# FIRESI*988RJ 1524 45th St E -Suite 102 Sumner, WA 98390 (253) 826-0099 AHJ: City of Tukwila G CEILING FLANGE SX SAMMY X -PRESS REMOTE AREA: - JOB# 3220 PAI H SIDE BEAM BRACKET T TRAPEZE DENSITY: - - - PIPE HANGER (SEE SEISMIC BRCE (SEE CHART) AREA/HEAD - J "J" BOLT U UNISTRUT POST # FPI OF 2 t'1A K-FACTORK - SHORT CLIP �V TOTAL THIS SHEET 6 -- 2013 TUKWILAIF RE 6"W x 46"D GLU-LAM BEAM (TYP @ ALL GRIDLINES) OF -S DEWALL SPRINKLER TO BE 15'-0" AFF (TYP.) FOC -,t 40��' 0-6 ° 5, 4-8 4 --TOP SHELF OF RACK @ 15'-2" AF (TYP.) 1W HOSE VALVE STATION J TO BE REMOVED AND PLUGGED AT ROOF LEVEL 1'/' ----- EXISTING T EXISTING CROSSMAIN E ISTING RACK -STORAGE WAREHOUSE 4 LL N RACK -STORAGE WAREHOUSE .43 r� 3-6 01-6" STEEL COLUMN FIRE PROTECTION PLAN - EAST SCALE: 1/8" =1'-0" --- TOP SHELF OF RACK @ 15'-2" AF (TYP.) EXISTING CROSSMIAIN Aii, i — MODEL #GST 20 ALL THREAD ROD 111111 GLU-LAM OR BEAM HANGER RING SAMMY SUPERSCREW HANGER TYPE S 0'W x 40-D GLU-LAM 43- ROUND v NTS DECK ROUND STEEL COLUMN ---I STORAGE RACKS A �FP2 C EXISTING UPRIGHT i SPRINKLER HEAD ((J 1 Y; ' EXISTING REMOVE EXISTING 1" PLUG SIDEWALL HEAD W/ GUARD ON 1"x'/s" 90° ELBOW @ 15'-0" AF (TYP) TOP OF RACKS Ai 15'-2" AF (TYP) IOU SIDEWALL HEAD DETAIL (TYP) SCALE: NTS DRAWING SYMBOLS REVISIONS HYDRAULIC DESIGN INFO. HANGER LEGEND SPRINKLER HEAD LEGEND A_ALARM VALVE RISER A_ FLOW SWTICH RISER - DRY PIPE RISER 1701 - DELUGE/P.A. RISER D - FIRE DEPARTMENT CONNECTION - WATER MOTOR GONG - ELECTRIC BELL - FLEXIBLE GROOVED COUPLING -F - RIGID GROOVED COUPLING --a- - THREADED PIPE COUPLING - CONTROL VALVE - CHECK VALVE - PIPE HANGER (SEE CHART) - SEISMIC BRACE (SEE CHART) - WELDED PIPE TAG OX - BRANCHLINE NUMBER 1 9-0 (8-10) 100 - HYDRAULIC NODE u * 10'-10" FF - ELEVATION DATUM - PIPE SIZE & LENGTH - PIPE SIZE & LENGTH (CUT) * 0'-10" TS - CENTERLINE OF PIPE TO DECK MK DATE BY DESCRIPTION 111 THIS SYSTEM IS HYDRAULICALLY DESIGNED THIS SYSTEM IS NOT HYDRAULICALLY DESIGNED A U -HOOK L "L" ROD SPRINKLER TYPE / SIN NUMBER MFG MODEL SYMBOL K -FAC THREAD TEMP FINISH CANOPY QTY - FLOW TEST - STATIC: B COACH SCREW ROD N RESIDUAL: C "C" CLAMP P TOGGLE NUT HDI -P HORIZONTAL SIDEWALL / V2710 VIC V27 5.6 1/2" 155° BRASS GUARD 2 GPM FLOWING: D TOP BEAM CLAMP WI STRAP R WEDGE ANCHOR DATE & TIME: E EYE ROD S SAMMY SUPER SCREW (GST20) - SYSTEM DESIGN - F FLUSH SHELL SW SAMMY SIDEWINDER (SWG20) REMOTE AREA: G CEILING FLANGE SX SAMMY X -PRESS DENSITY: H SIDE BEAM BRACKET T TRAPEZE MAX AREA/HEAD J "J" BOLT U UNISTRUT POST K -FACTOR K SHORT CLIP W TOTAL THIS SHEET 2 Fire Sprinklers WA CL# FIRESI*988RJ 1524 45th St E - Suite 102 Sumner, WA 98390 (253) 826-0099 PROJECT: Specialty Coatings 530 Andover Park West Tukwila, WA, 98188 DESIGNER: JEK DATE: March 8, 2013 CONTRACT WITH: Northwest Handling Systems 1100 SW 7th Street Renton, WA, 98057 P.M. : Mike Sorenson : (206) 818-4488 SCALE: 1/8" =1'-0" HAZARD: As Noted AHJ: City of Tukwila JOB # 3220 SHEET # FP2 OF 2